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11-19-2007 Planning Commission Packet
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11-19-2007 Planning Commission Packet
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i t <br /> City of Orono page 2 <br /> Stonegate Farm 10/26/07 <br /> � The typical road section should include three foot wide gravel shoulders. <br /> • The location of the rain gardens should be reconsidered. Soils will likely not be conducive to <br /> infiltration along side the wetland nor will this location allow for draintile installation. <br /> • Slopes must not exceed 3:1, <br /> • The Orono Storm Water Management Plan calis for a 15" piped outlet for the wetland area. This <br /> would likely be located at the current field road wetland crossing. It appears that a culvert already <br /> exists here. The size and condition of the existing culvert should be listed on the plans. The <br /> drainage requirements and criteria for the wetland will be further reviewed along with the storm <br /> sewer calculations. <br /> • Storm sewer calculations and rain garden design information should be submitted for review and <br /> approvaL <br /> • If rain gardens are proposed for storm water treatment, maintenance of the proposed rain gardens <br /> should be addressed in the development agreement. <br /> • Existing contours shoultl be shown on Homestead Trail to evaluate any sight distance issues. <br /> • See attached comments from lesse Carlson regarding erosion control. <br /> � See attached comments from John Smyth regarding wetlands. <br /> Utility Pian . <br /> • A profile should be provided for the proposed watermain. A permit for construction across or <br /> under CSAH 6 will be necessary from Hennepin County. <br /> • Extend a 12 inch watermain to the north side of CSAH 6 crossing perpendicular to the centerline. <br /> Transition to an 8 inch with a 12x12 tee. The west leg should indude a 12x8 inch reducer. The <br /> east leg should include a 12x8 reducer, 8 inch gate valve, 8x6 tee with hydrant and gate valve, <br /> and 8 inch plug. <br /> . • Hydrants should be provided at Homestead Trail, on the north side of the CSAH 6 crossing, near <br /> the Lot 2, Lot 3, Block 2 lot line in the cul-de-sac and as determined by the Fire Marshal, <br /> • Additional valves should be placed along the proposed watermain at the following locations; <br /> northwest of the cul-de-sac hydrant and prior to the end of the main at Homestead Trail. <br /> • Water service locations should be shown on the plans. <br /> � The applicant should consider the possibility of backyard pools when locating the septic tanks and <br /> sewer effluent lines in the backyard. The current layout may make the construction of pools <br /> difficult in Lot 1 and 2, Block 2 and Lot 2, Block 1. The applicant should provide easements or <br /> maintenance agreements for the common sewer lines. <br /> General <br /> • Hennepin County should review the plans and approve all proposed grading and utilities within the <br /> right-if-way. Proof of approval should be submitted to the City. <br /> • A permit will be required from the MPCA as the proposed improvements will disturb more than <br /> one acre. A copy of this permit should be provided to the City, <br /> • The Fire Marshal shouid review the plans. <br /> • The final plans should include all applicable City of Orono standard details. <br /> • Once the plans have been completed, we will prepare an estimated cost for the site improvements <br /> as a basis for the necessary financial guarantee. <br />
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